Analysis of High-Rise Building Using Opensees

Tani Kena; Talkeshwar Ray

doi:10.32628/IJSRST24113121

Authors

Tani Kena M.Tech Student, Department of Civil Engineering, Himalayan University, Itanagar Arunachal Pradesh, India Author
Talkeshwar Ray Assistant Professor, Department of Civil Engineering, Himalayan University, Itanagar Arunachal Pradesh, India Author

DOI:

https://doi.org/10.32628/IJSRST24113121

Keywords:

Frame-Core Tube, Nonlinear Analysis, Opensees, Tall Building

Abstract

Numerical simulation has increasingly become an effective method and powerful tool for performance-based earthquake engineering research. Most existing numerical analyses use general-purpose commercial software, which can limit in-depth investigations on specific, complex topics. Consequently, this research focuses on the dynamic analysis of high-rise reinforced concrete (RC) frame-core tube structures using the open-source finite element (FE) code OpenSees to perform nonlinear seismic analyses. Various shear walls, a frame-core tube structure, and a tall building are simulated. The rationality and reliability of the proposed analysis method are validated through comparison with available experimental data and the analytical results of a well-validated commercial FE code. The research outcomes will provide a useful reference and an effective tool for further numerical analysis of the seismic behavior of tall buildings.

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